荒井 克彦 | Department Of Architecture And Civil Engineering Fukui University
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概要
関連著者
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荒井 克彦
Department Of Architecture And Civil Engineering Fukui University
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荒井 克彦
福井大
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荒井 克彦
Department Of General Construction Enginnering Fukui University
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太田 秀樹
東京工業大学 大学院理工学研究科 国際開発工学専攻
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太田 秀樹
Department Of Civil Engineering Kanazawa University
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小嶋 啓介
福井大学大学院工学研究科
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小嶋 啓介
福井大学
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田行 啓一
Taisei Construction Co. Ltd.
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中川 光雄
Century Research Center Corporation-osaka
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近者 淳史
Tobishima Construction Co. Ltd.
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飯田 貴久男
Toyama Branch of NTT Corporation
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荒井 克彦
福井大学大学院
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大西 有三
Department of Transportation Engineering, Kyoto University
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笠川 雅章
Kajima Corporation
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松本 喬
Information Processing Center Kajima Corporation
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庄子 幹雄
Information Processing Center, Kajima Corporation
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庄子 幹雄
鹿島建設(株)
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高橋 俊彦
Information Processing Center, Kajima Corporation
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北川 賢一
Kitagawa Construction Co. Ltd.
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羽柴 章司
Higashi-Ohsaka Municipal Office
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若杉 正文
Ohbayashi-gumi Construction Co. Ltd.,
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小嶋 啓介
Department of General Construction Engineering, Fukui University
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安井 龍雄
Maeda Construction Co. Ltd.,
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神亀 理恵
Department of Architecture and Civil Engineering, Fukui University
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神亀 理恵
Department Of Architecture And Civil Engineering Fukui University
著作論文
- PARAMETER ESTIMATION OF UNCONFINED AQUIFER BY MEASURING CHANGE OF GROUNDWATER LEVEL
- A LOWER-BOUND APPROACH TO ACTIVE AND PASSIVE EARTH PRESSURE PROBLEMS
- TWO-DIMENSIONAL CONSOLIDATION BACK-ANALYSIS
- A UNIFIED APPROACH TO TIME EFFECTS IN ANISOTROPICALLY CONSOLIDATED CLAYS
- RELATIONSHIP BETWEEN TIME EFFECTS IN TRIAXIAL TEST AND SECONDARY COMPRESSION
- BACK-ANALYSIS OF DEFORMATION AND MOHR-COULOMB STRENGTH PARAMETERS BASED ON INITIAL STRAIN METHOD
- ACTIVE EARTH PRESSURE FOUNDED ON DISPLACEMENT FIELD
- APPLICATION OF BACK-ANALYSIS TO SEVERAL TEST EMBANKMENTS ON SOFT CLAY DEPOSITS
- 地盤の動的物性定数の逆解析(『土質工学会論文報告集』Vol.30,No.4 (1990年12月発行)掲載論文の概要)
- A SIMPLE BACK-ANALYSIS IN A SEISMIC SUBSOIL CONTEXT
- A NEW LIMIT EQUILIBRIUM ANALYSIS OF SLOPE STABILITY BASED ON LOWER-BOUND THEOREM
- INFLUENCE OF STRENGTH ANISOTROPY ON THE SEARCH FOR CRITICAL NONCIRCULAR SLIP SURFACE
- ESTIMATION OF NONLINEAR CONSTITUTIVE PARAMETERS BASED ON MONITORED MOVEMENT OF SUBSOIL UNDER CONSOLIDATION
- ESTIMATION OF SOIL PARAMETERS BASED ON MONITORED MOVEMENT OF SUBSOIL UNDER CONSOLIDATION
- SIMPLE OPTIMIZATION TECHNIQUES FOR EVALUATING DEFORMATION MODULI FROM FIELD OBSERVATIONS
- DETERMINATION OF NONCIRCULAR SLIP SURFACE GIVING THE MINIMUM FACTOR OF SAFETY IN SLOPE STABILITY ANALYSIS
- LIMIT ANALYSIS OF GEOTECHNICAL PROBLEMS BY APPLYING LOWER-BOUND THEOREM
- DETERMINATION OF NONCIRCULAR SLIP SURFACE GIVING THE MINIMUM FACTOR OF SAFETY IN SLOPE STABILITY ANALYSIS